| 1. | In this paper , the traditional elastic and plastic theories are described , and then the r . c
本文应用弹塑性理论，研究分析钢筋混凝土双向板。 |
| 2. | The corresponding formulas in the elasto - plasticity theory of multi - laminate framework model are deduced and testified
详细推导、验证多层结构模型弹塑性理论的有关公式。 |
| 3. | Finally , based on the elasto - plasticity theory , plastic design and analysis for metal hub of flywheel was performed
最后，利用弹塑性理论，对飞轮转子的金属轮毂进行弹塑性设计与分析。 |
| 4. | For the vertical partial bending of the thick slab , the author has also compared the elasticity theory with plasticity theory
而对转换厚板所受的竖向局部弯曲，作者比较了弹塑性理论对于问题解决方法的异同。 |
| 5. | The paper deduced the deformation and flexural bearing capacity formula by the theory of elasticity - plasticity , ultimate - state method
本文分析研究中用弹性理论、弹塑性理论、极限状态方法推导组合板受弯承载力和变形计算公式。 |
| 6. | By plastic design , the speed limit of the flywheel was 42038 rpm , with the energy storage value of 3 . 6 kwh , and the energy storage of 129 wh / kg ( which is 49 % more than elastic design )
经过弹塑性理论设计的飞轮转子，极限转速42038rpm ，储能总量达到了3 . 6kwh ，储能密度为129wh kg ，比弹性设计提高49 。 |
| 7. | For years , he is successively engaged in the theory of elastoplasticity and experimental research of reinforced concrete structure , building aseismic accrediting and strengthening , structural design and project management
他多年来先后从事钢筋混凝土结构弹塑性理论与试验研究、建筑物抗震鉴定与加固、结构设计与工程管理等工作。 |
| 8. | Abstract : based on the destruction mechanism of earthquake to buildings and the theory of frame e - lastic - plastic force , a discussion is made of how to enhance the antiseismic ability of frame structure dur - ing the construction
文摘:针对地震对建筑物的破坏机理，根据结构弹塑性理论，提出了在施工中为提高框架结构抗震能力应特别注意的问题。 |
| 9. | This thesis is focused on the stability analysis of dams and it foundation , two methods are employed : ( 1 ) stability analysis method base on rigid limit equilibrium method , which regards dam and rock foundation as undeformable rigid body
主要采用以下两种方法： ( 1 )基于刚体极限平衡理论的稳定分析方法。这种方法假设大坝和岩石地基为不变形的刚体； ( 2 )基于弹塑性理论的稳定分析方法。 |
| 10. | Compared with the results of the ordinary shell structure , the ribbed shell structure can improve the structural bearing capacity , so the theory of the stretching finite element analysis about statics has been extended successfully and also applied to calculation of stretching dynamics . the result indicates that the mechanics impact is of much distinctness compared with ordinary one
成功的将静力学中的弹塑性有限元理论扩展并应用于复合壳体的弹塑性动力学计算中，结果表明利用弹塑性理论计算出的结果更精确，与普通混凝土壳体的比较后可以看出，复合壳体的力学效果非常明显。 |
